<br />Blackhawk, Gregory Gulch, 7/30/98
<br />Cross Section for Irregular Channel
<br />
<br />Project Description
<br />Project File c:\haestad\fmwlblkhawk-,fm2
<br />Worksheet Blackhawk, Gregory Gulch, 7/30/98
<br />Flow Element Irregular Channel
<br />Method Manning's Formula
<br />Solve For Discharge
<br />
<br />Section Data
<br />WId. Mannings Coefficient
<br />Channel Slope
<br />Water Surface Elevation
<br />Discharge
<br />
<br />0,068
<br />0,052000 ftlfl
<br />91,60 fl
<br />308,04 cfs
<br />
<br />100.0 ----------r----------T----------,-----------,-----------r----------,
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<br />98.0 ----------~----------~----------~----------~_---------_~-------
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<br />96.0 ----------~----------1----------~----------~----------_~---
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<br />90,0
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<br />88,0
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<br />10.0
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<br />15,0
<br />Station (ft)
<br />
<br />20.0
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<br />25.0
<br />
<br />30,0
<br />
<br />09/03/98
<br />03:38:08 PM
<br />
<br />Colorado Water Conservation Board
<br />Haeslad Methods, Ine, 37 Brookside Road Waterbury, CT 06708 (203) 755-1666
<br />
<br />FlowMaster v5.12
<br />Page 1 of 1
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